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Home My WebLink AboutGENERAL CERTIFICATEPW N jl�u— 5 CONTINENTAL' 9 `J� BUILDING PRODUCTS IT IM August 8, 2017 FIL ...10up jjj111111999��777 CONTINENTAL BUILDING PRODUCTS OPERATING COMPANY General Certificate of Conformity 1. Identification of the product covered by this Certificate: All forms of drywall produced by Continental Building Products Operating Company, LLC SCANNED 2. Citation to each CPSC product safety regulation to which this BY product is being certified St. Lucie County P.L.112-266. Limitations on sulfur content in ASTM C1396-14a, "Standard Specification for Gypsum Board" 3. Identification of the US importer or domestic manufacturer certifying compliance of the product Continental Building Products Operating Company, LLC 12950 Worldgate Drive, Suite 700 Herndon, Virginia 20170 4. Contact information for the individual maintaining records of test results Christian Chinsio, Technical, Manager Continental Building Products Operating Company, LLC 886 North Highway 17 1 Palatka, FL 32086 Telephone: 386.227.5893 Email: christian.chinsio@continental-bp.com 5. Date and place where this product was manufactured Date and time of manufacture is identified on the back side of the drywall. Place of manufacture as identified on the back side of the drywall is Buchanan, New York; Palatka, Florida; or Silver Grove, Kentucky. 6. Date and place where this product was tested General Certificate of Conformity, page 1 of 2 r-_�� CONTINENTAL" �' `W'� BUILDING PRODUCTS Buchanan, NY plant: October 22, 2014 Palatka, FL plant: October 3, 2014 Silver Grove, KY plant: August 26, 2014 All testing done in Suwannee, Georgia 7. Identification of a third -party laboratory on whom testing the certificate depends MAS, LLC 3945 Lakefield Court Suwanee, GA 30024 770.866.3200 General Certificate of Conformity, page 2 of 2 a -- PRODUCT NAME: 25OS137-33 SCANNED MARINO\WARE PART# 212SC20 BY St. Lucie Courrttl PROPERTIES: A. Web (in) 2-1/2" Yield Strength Fir (KSI) 33 B. Flange (in) 1-3/8'. Tensile Strength Fu (KSI) 45 C. Lip (in) 3/8" Design Thickness (in) 0.0346" Mils 33 Minimum Thickness (in) 0.0329" Available Finish G90 Gauge 20 SECTION PROPERTIES GROSS SECTION PROPERTIES Cross Sectional Area: A (in2) 0.197 Weight of Member: (lb/ft) 0.67 Moment of Inertia: Ix (in) 0.203 Section Modulus: Sx (ins) 0.163 Radius of Gyration: Fix (in) 1.015 Gross Moment of Inertia: ly (in°) 0.052 Gross Radius of Gyration: Ry (in) 0.515 EFFECTIVESECTION PROPERTIES Moment of Inertia -Deflection: Ne (in) 0.20 Section Modulus: Sxe (in) 0.16 Allowable Local Bending Moment: Mal (in-k) 3.11 Allowable Distortional Bending Moment: Mad (in-k) 3.09 Allowable strong axis shear away from punch: Vag (lb) 975 Allowable strong axis shear at punch: Vanet (lb) 399 TORSIONAL SECTION PROPERTIES St. Venant Torsional Constant: Jx1000 (in°) 0.079 Torsional Warping Constant: Cw (in) 0.076 Shear Center to Centroid on Principal X-axis: Xo (in) -1.141 Shear Center to Mid -Plane of the Web: m (in) 0.677 Radius of Gyration on the Centroid Principal axis: Re (in) 1.612 Torsional Flexural Constant: 01-(xo/Ro)2 0.499 CODES & STANDARDS • AI51 S100-12 & ICC ES ESR-4062 • Framing meets ASTM A 1003, A 653, & C 955 • Meets IBC 2015& 2012 FBC 2014,(SSA code compliant 05.40.00 Cold -Formed Metal Framing i0 �. 75' O O GREEN INFO • LEEDv3&LEEDv4aeditsavailable •ContactTechnioi$ervicesformoreinfonnalion.FILE rk7l in I y I For more information, please contact Marino\WARE Technical Services at 866-545.1545. This teNNsalinformatlon reflects the most current information available and supersedes anyand all DuElio[iam, effective 1/5/2017 www.marinoware.com CCopyright 2017 Is, Ware Industries, Inc. Al rights reserved Mix �4ug DRPYPPlGJOBSPTESPEW POWDER FASTENERS We maintain only the highest standards in the materials, production techniques and quality control measures used to manufacture our fasteners, assuring consistent, optimum quality in every fastener. FASTEN ER TERMINO LOGY SUFFIX K=Knurled X=Collated C=1w count B=Black SD=Washer M=1000 taunt E=Ramguatd TH=Top Hat COPY SELECTION CHART L E : Designed for use in concrete and structural steel applications. Available in100-pack or 1000-pack per box. 1506E I 374 1 (19.1) I I I 5000 Shank diameter =.145 Headdameter=.300 Designed for use inconcrete and structural steel applications. 100per box. 1503K 112 Knurled (12.7) 5000 ,. ' �,,.. - ODO 1508 1 (25A) SODO 1414, _ (31:8) ,.. -•:...._,' .. . ,'_- ..... ,• .. 1000 1512 1-112 (38.1) 1000 77-777 1516 2-172 (635) BOB '3 ,,:� '(76:2) .'..:. : '. ,• ". p fi00 .: Shank diameter=.145 Headdiometer=300 Washer increases bearing surface against the material to he fastened. 100 per box.16 gage metal washer. 718" diameter washer. PAR£ IJANK N(T1 it00KEr 601 7045A°p A27O� 0 COBRq M61ERS90V 3M2sterlaitunQty, 0 BER 3 , t f° 15065D 3/4 (19.1) 1000 15085D , 1000ISIOSD 1000 1St2i0 t;t2 1000 1514SD 2 (50.8) 1000 — 15tL5DC '^ , < 2-12 '.163.5): �. ' e ...r . ... •. , .:. ..,.... v + 1524SDP' 3 (76.2) - 600 'Squarewasherindiwia3'pwhasbemin5talled Shankdiameter=.145 Headdiameter=.300 3 , Coated to improve corrosion resistance in treated lumber and other applications. 100 Der box. Recommended fortreated lumber aoDliations. erx.:ai,,,yr �r 15245DE" 3 I (76.2) Shankdiameter=345 'Square washerindicates3"pinhos been installed Head diameter=.300 A4 Ramset ' r500 Series Coated with RomGuard 600 BOARD OF BUILDING AND SAFETY VAN AMBATIELOS PRESIDENT E. FELICIA BRANNON VICE PRESIDENT JOSELYN GEAGA-ROSENTHAL GEORGE HOVAGUIMIAN JAVIER NUNEZ ITW Ramset 700 High Grove Blvd Glendale Heights, IL 60139 Attn: Dave Jablonski (800) 848-5611 DETAILS CITY OF SOS ANGELES CALIFORNIA F S'1N K ED �� ERIC GARCETTI MAYOR DEPARTMENT OF BUILDING AND SAFETY 201 NORTH FIGUEROA STREET LOS ANGELES. CA 90012 FRANK M. BUSH GENERAL MANAGER SUPERINTENDENT OF BUILDING OSAMAYOUNAN, P.E. EXECUTIVE OFFICER RESEARCH REPORT: RR 22668 (CSI # 03 16 00; 05 05 23) BASED UPON ICC ES EVALUATION REPORT NO. ESR-1799 REEVALUATION DUE DATE: September 1, 2018 Issued Date: May 1, 2017 Code: 2014 LABC �; ^ IRE III!4»" 6 s1 2 Tj J; When in compliance with the use, description, design, installation, conditions of use, and identification of Evaluation Report No.1799, reissued June 2016, by the ICC-ES Evaluation Services, Incorporated, the report, in its entirety, is attached and "made part of this general approval. The parts of Report No.ESR-1799 which are excluded on the attached copy have been removed by the Los Angeles City Building Department as not being included in this approval. The approval is subject to the following conditions: 1. The fasteners shall not be used to resist seismic loads, except when used with architectural, electrical and.mechanical components as described in Section 13.1.4 of ASCE 7-10, and as follows: a) Concrete base materials: The ITW Ramset fasteners installed in concrete base materials may be used to support acoustical tile or lay -in panel suspended ceiling __systems, distributed systems and distribution systems where the service load on any individual fastener does not exceed the lesser of 90 lbf or the published allowable load shown in Tables 1, 2, 5, and 6 of the attached ICC-ES ESR-1799 evaluation report, as applicable. RR 22668 Page I of 3 LADES G-5(Rev()==014) AN EQUAL EMPLOYMENT OPPORTUNITY- AFFIRMATIVE ACTION EMPLOYER ITW Ramset RE: Ramset Power -Driven Fasteners, Power Point Fasteners and Angle Clip b) Steel base materials: The ITW Ramset fasteners installed in steel may be used where the service load on any individual fastener does not exceed the lesser of 250 lbf or the published allowable load shown in Table 3 and 4 of the attached ICC-ES ESR-1799 evaluation report, as applicable.. c) For interior, nonstructural walls that are not subject to sustained tension loads and are not a bracing application, the ITW Ramset power -driven fasteners may be used to attach steel track to concrete or steel in all Seismic Design Categories. In Seismic Design Categories D, E and F, the allowable shear load due to transverse pressure shall be no more than 90 pounds when attaching to concrete; or 250 pounds when attaching to steel. Substantiating calculations shall be submitted addressing the fastener- to -base -material capacity and the fastener -to attached -material capacity. Interior nonstructural walls are limited to locations where bearing walls, shear walls or braced walls are not required by the approved plans. The design load on the fastener must not exceed the allowable load shown in Tables 1 through 4 of the attached ICC- ES evaluation report, as applicable. The design load on the fastener must not exceed the allowable load shown in Tables 1 through 4 of the attached ICC-ES ESR-1799 evaluation report, as applicable. 2. Shear values for fasteners in concrete are for connections of steel to concrete. Allowable bearing stresses for the steel material being connected shall not be exceeded. 3. The minimum concrete thickness shall be three times the fasteners embedment in concrete, except where noted otherwise in this report. 4. For working values in steel, the fasteners shall have sufficient length so that the entire pointed portion of the shank pierces the steel plate, except where noted otherwise in the tables of the attached evaluation report. 5. The allowable values listed in the attached report and tables are for the fasteners only. Connected members shall be checked for their capacity (which may govern). 6. Use of the low velocity fasteners to the metal deck, the fasteners shall be installed through the metal deck and into the concrete at the upper or lower flute as designated in the table. The fastener must be a minimum of 1 1/8 inches from the edge of the deck web and 4 inches from the end of the deck. The minimum fastener spacing is 4 inches. 7. No increase is permitted in the tabulated allowable load values for short duration loading. 8. The fasteners shall be installed per the manufacturer's instructions, a copy of which shall be available at each job site. � Wil"Mot `gip N < RR 22668 Page 2 of 3 l � � ITW Ramset RE: Ramset Power -Driven Fasteners, Power Point Fasteners and Angle Clip 9. The containers of the fasteners shall be labeled with the ITW Ramset company name, the fastener product name, length, catalog number, and quantity, the evaluation report number (ESR-1799); and the manufacturing date and lot number. In addition, all of the fasteners, except the 1600 W series fasteners, shall be identified by the letter "R" stamped into the fastener head. DISCUSSION The report is in compliance with the 2014 Los Angeles City Building Code. The approval is based on tests in accordance with ICC-ES Acceptance Criteria for Fasteners Power -driven in to Concrete, Steel and Masonry Elements (AC70), dated October 2006. This general approval will remain effective provided the Evaluation Report is maintained valid and unrevised with the issuing organization. Any revisions to the report must be submitted to this Department for review with appropriate fee to continue the approval of the revised report. Addressee to whom this Research Report is issued is responsible for providing copies of it, complete with any attachments indicated, to architects, engineers and builders using items approved herein in design or construction which must be approved by Department of Building and Safety Engineers and Inspectors. This general approval of an equivalent alternate to the Code is only valid where an engineer and/or inspector of this Department has determined that all conditions of this Approval have been met in the project in which it is to be used. QUAN NGHIEM, Chief Engineering Research Section 201 N. Figueroa St., Room 880 Los Angeles, CA 90012 Phone-213-202-9812 Fax-213-202-9943 QN RR22668/ R05-11-17 TLB1700201 104.2.611909 Attachment: ICC ES Report No. ESR-1799 (9 Pages) RR 22668 Page 3 of 3